Bridge Statistics for Thomaston, Connecticut (CT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 42Number of bridges
- 614ft / 187mTotal length
- $1,932,000Total costs
- 328,644Total average daily traffic
- 17,331Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Thomaston
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 31930-1939
- 11940-1949
- 31950-1959
- 311960-1969
- 21970-1979
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 01970-1979
- 91980-1989
- 01990-1999
- 42000-2009
- 22010-2019
- Bridge Condition - Deck
- 3.2%Very good
- 48.4%Good
- 45.2%Satisfactory
- 3.2%Poor
- Bridge Condition - Superstructure
- 6.5%Very good
- 22.6%Good
- 54.8%Satisfactory
- 16.1%Fair
- Bridge Condition - Substructure
- 35.5%Good
- 61.3%Satisfactory
- 3.2%Fair
- Bridge Condition - Channel
- 11.8%Very good
- 47.1%Good
- 29.4%Satisfactory
- 11.8%Fair
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Structure Number: 173, Location: 0.2 MI N OF ROUTE 34 (Lat: 41.300442, Lng: -72.915981), Route carried "on" structure: Ramp Interstate 95, Year Built: 2016, Status: Open, Structure Length: 33.53m (110.01ft), Average Daily Traffic: 12,900 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 19,168 (year 2037), Design Load: HS 20, Features Intersected: INTERSTATE 91 & US 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 80.0m (262.5ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 173, Location: 0.2 MI N OF ROUTE 34 (Lat: 41.300442, Lng: -72.915981), Route carried "on" structure: Ramp Interstate 95, Year Built: 2016, Status: Open, Structure Length: 33.53m (110.01ft), Average Daily Traffic: 12,900 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 19,168 (year 2037), Design Load: HS 20, Features Intersected: INTERSTATE 91 & US 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 80.0m (262.5ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 467, Location: 500' W OF EXT 39 ROUTE 8 (Lat: 41.673864, Lng: -73.069719), Route carried "on" structure: State highway 222, Year Built: 1930, Year Reconstructed: 1987, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 8,300 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 12,333 (year 2037), Design Load: H 15, Features Intersected: NAUGATUCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2020, Underwater Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 467, Location: 500' W OF EXT 39 ROUTE 8 (Lat: 41.673864, Lng: -73.069719), Route carried "on" structure: State highway 222, Year Built: 1930, Year Reconstructed: 1987, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 8,300 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 12,333 (year 2037), Design Load: H 15, Features Intersected: NAUGATUCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2020, Underwater Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 468, Location: 0.2 MILE NORTH OF ROUTE 6 (Lat: 41.673850, Lng: -73.069206), Route carried "on" structure: State highway 222, Year Built: 1958, Year Reconstructed: 2000, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 8,100 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 12,036 (year 2035), Design Load: HS 20, Features Intersected: NAUGATUCK RIVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 21.7m (71.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 468, Location: 0.2 MILE NORTH OF ROUTE 6 (Lat: 41.673850, Lng: -73.069206), Route carried "on" structure: State highway 222, Year Built: 1958, Year Reconstructed: 2000, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 8,100 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 12,036 (year 2035), Design Load: HS 20, Features Intersected: NAUGATUCK RIVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 21.7m (71.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 603, Location: OFF EXIT 38 ROUTE 8 (Lat: 41.652972, Lng: -73.077017), Route carried "on" structure: State highway 848, Year Built: 1928, Year Reconstructed: 2015, Status: Open, Structure Length: 14.86m (48.75ft), Average Daily Traffic: 2,500 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 3,715 (year 2037), Features Intersected: NAUGATUCK RIVER & RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.150, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 8, Length of Maximum Span: 55.0m (180.4ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Underwater Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 603, Location: OFF EXIT 38 ROUTE 8 (Lat: 41.652972, Lng: -73.077017), Route carried "on" structure: State highway 848, Year Built: 1928, Year Reconstructed: 2015, Status: Open, Structure Length: 14.86m (48.75ft), Average Daily Traffic: 2,500 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 3,715 (year 2037), Features Intersected: NAUGATUCK RIVER & RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.150, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 8, Length of Maximum Span: 55.0m (180.4ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Underwater Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 604, Location: 0.9 MI S OF LITCHFIELD TL (Lat: 41.692342, Lng: -73.068944), Route carried "on" structure: State highway 8, Year Built: 1960, Year Reconstructed: 2011, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 12,600 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 18,722 (year 2038), Design Load: HL 93, Features Intersected: FENN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.999, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 604, Location: 0.9 MI S OF LITCHFIELD TL (Lat: 41.692342, Lng: -73.068944), Route carried "on" structure: State highway 8, Year Built: 1960, Year Reconstructed: 2011, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 12,600 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 18,722 (year 2038), Design Load: HL 93, Features Intersected: FENN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.999, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 605, Location: 0.9 MI S OF LITCHFIELD TL (Lat: 41.692583, Lng: -73.069350), Route carried "on" structure: State highway 8, Year Built: 1960, Year Reconstructed: 1993, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 12,600 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 18,722 (year 2038), Design Load: HS 20, Features Intersected: FENN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.015, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 605, Location: 0.9 MI S OF LITCHFIELD TL (Lat: 41.692583, Lng: -73.069350), Route carried "on" structure: State highway 8, Year Built: 1960, Year Reconstructed: 1993, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 12,600 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 18,722 (year 2038), Design Load: HS 20, Features Intersected: FENN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.015, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1729, Location: 0.1 MI NORTH WATERTOWN TL (Lat: 41.649197, Lng: -73.081214), Route carried "on" structure: State highway 8, Year Built: 1964, Status: Open, Structure Length: 1.75m (5.74ft), Average Daily Traffic: 16,950 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 25,186 (year 2038), Design Load: HS 20, Features Intersected: REYNOLDS BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.737, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.4m (53.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Total Project Cost: $800,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1729, Location: 0.1 MI NORTH WATERTOWN TL (Lat: 41.649197, Lng: -73.081214), Route carried "on" structure: State highway 8, Year Built: 1964, Status: Open, Structure Length: 1.75m (5.74ft), Average Daily Traffic: 16,950 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 25,186 (year 2038), Design Load: HS 20, Features Intersected: REYNOLDS BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.737, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.4m (53.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Total Project Cost: $800,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 173, Location: 0.1 MI NORTH WATERTOWN TL (Lat: 41.649158, Lng: -73.080836), Route carried "on" structure: State highway 8, Year Built: 1964, Status: Open, Structure Length: 1.85m (6.07ft), Average Daily Traffic: 16,950 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 25,186 (year 2038), Design Load: HS 20, Features Intersected: REYNOLDS BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.721, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.5m (57.4ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 173, Location: 0.1 MI NORTH WATERTOWN TL (Lat: 41.649158, Lng: -73.080836), Route carried "on" structure: State highway 8, Year Built: 1964, Status: Open, Structure Length: 1.85m (6.07ft), Average Daily Traffic: 16,950 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 25,186 (year 2038), Design Load: HS 20, Features Intersected: REYNOLDS BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.721, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.5m (57.4ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 1845, Location: 0.4 MI NORTH OF MAIN ST (Lat: 41.687403, Lng: -73.065875), Route carried "on" structure: State highway 222, Year Built: 1960, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 900 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 1,337 (year 2037), Design Load: HS 20, Features Intersected: NAUGATUCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.301, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 66.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1845, Location: 0.4 MI NORTH OF MAIN ST (Lat: 41.687403, Lng: -73.065875), Route carried "on" structure: State highway 222, Year Built: 1960, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 900 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 1,337 (year 2037), Design Load: HS 20, Features Intersected: NAUGATUCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.301, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 66.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 1846, Location: ROUTE 222 OVER RAILROAD (Lat: 41.689600, Lng: -73.062464), Route carried "on" structure: State highway 222, Year Built: 1960, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 900 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 1,337 (year 2037), Design Load: HS 20, Features Intersected: NAUGATUCK RAILROAD CO.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.704, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1846, Location: ROUTE 222 OVER RAILROAD (Lat: 41.689600, Lng: -73.062464), Route carried "on" structure: State highway 222, Year Built: 1960, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 900 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 1,337 (year 2037), Design Load: HS 20, Features Intersected: NAUGATUCK RAILROAD CO.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.704, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 3346, Location: AT EXIT 38 (Lat: 41.655881, Lng: -73.078628), Route carried "on" structure: State highway 8, Year Built: 1966, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 12,250 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 18,202 (year 2035), Design Load: HS 20, Features Intersected: ROUTE 254 -WATERBURY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.445, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.0m (141.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 64.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 3346, Location: AT EXIT 38 (Lat: 41.655881, Lng: -73.078628), Route carried "on" structure: State highway 8, Year Built: 1966, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 12,250 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 18,202 (year 2035), Design Load: HS 20, Features Intersected: ROUTE 254 -WATERBURY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.445, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.0m (141.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 64.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 3347, Location: AT ROUTE 8 EXIT 38 (Lat: 41.656314, Lng: -73.079056), Route carried "on" structure: State highway 8, Year Built: 1966, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 12,250 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 18,202 (year 2035), Design Load: HS 20, Features Intersected: ROUTE 254 - WATERBURY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.525, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 64.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 3347, Location: AT ROUTE 8 EXIT 38 (Lat: 41.656314, Lng: -73.079056), Route carried "on" structure: State highway 8, Year Built: 1966, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 12,250 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 18,202 (year 2035), Design Load: HS 20, Features Intersected: ROUTE 254 - WATERBURY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.525, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 64.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 3348, Location: 0.2 MILE SOUTH OF EXIT 38 (Lat: 41.657267, Lng: -73.079153), Route carried "on" structure: State highway 8, Year Built: 1966, Year Reconstructed: 1987, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 12,000 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 17,831 (year 2038), Design Load: HS 20, Features Intersected: U.S. ROUTE 6 EASTBOUND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.670, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 3348, Location: 0.2 MILE SOUTH OF EXIT 38 (Lat: 41.657267, Lng: -73.079153), Route carried "on" structure: State highway 8, Year Built: 1966, Year Reconstructed: 1987, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 12,000 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 17,831 (year 2038), Design Load: HS 20, Features Intersected: U.S. ROUTE 6 EASTBOUND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.670, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 3349, Location: .1 MI NORTH OF ROUTE 254 (Lat: 41.657306, Lng: -73.078797), Route carried "on" structure: State highway 8, Year Built: 1966, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 12,000 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 17,831 (year 2038), Design Load: HS 20, Features Intersected: U. S. ROUTE 6 EASTBOUND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.670, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 3349, Location: .1 MI NORTH OF ROUTE 254 (Lat: 41.657306, Lng: -73.078797), Route carried "on" structure: State highway 8, Year Built: 1966, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 12,000 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 17,831 (year 2038), Design Load: HS 20, Features Intersected: U. S. ROUTE 6 EASTBOUND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.670, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 335, Location: .1 MI NORTH ROUTE 109 (Lat: 41.660922, Lng: -73.077711), Route carried "on" structure: State highway 8, Year Built: 1966, Year Reconstructed: 1994, Status: Open, Structure Length: 16.89m (55.41ft), Average Daily Traffic: 12,000 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 17,831 (year 2038), Design Load: HS 20, Features Intersected: NAUGATUCK RIVER & R.R.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.992, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 66.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 335, Location: .1 MI NORTH ROUTE 109 (Lat: 41.660922, Lng: -73.077711), Route carried "on" structure: State highway 8, Year Built: 1966, Year Reconstructed: 1994, Status: Open, Structure Length: 16.89m (55.41ft), Average Daily Traffic: 12,000 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 17,831 (year 2038), Design Load: HS 20, Features Intersected: NAUGATUCK RIVER & R.R.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.992, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 66.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3351, Location: .1 MI NORTH OF EXIT 38 (Lat: 41.661617, Lng: -73.077750), Route carried "on" structure: State highway 8, Year Built: 1966, Year Reconstructed: 1994, Status: Open, Structure Length: 17.95m (58.89ft), Average Daily Traffic: 12,000 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 17,831 (year 2038), Design Load: HS 20, Features Intersected: NAUGATUCK RIVER & R.R.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.040, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 65.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3351, Location: .1 MI NORTH OF EXIT 38 (Lat: 41.661617, Lng: -73.077750), Route carried "on" structure: State highway 8, Year Built: 1966, Year Reconstructed: 1994, Status: Open, Structure Length: 17.95m (58.89ft), Average Daily Traffic: 12,000 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 17,831 (year 2038), Design Load: HS 20, Features Intersected: NAUGATUCK RIVER & R.R.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.040, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 65.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3352, Location: AT EXIT 39 (Lat: 41.674108, Lng: -73.066508), Route carried "on" structure: State highway 8, Year Built: 1966, Year Reconstructed: 1992, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 9,850 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 14,636 (year 2038), Design Load: HS 20, Features Intersected: ROUTE 222 - EAST MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.875, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.4m (93.2ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3352, Location: AT EXIT 39 (Lat: 41.674108, Lng: -73.066508), Route carried "on" structure: State highway 8, Year Built: 1966, Year Reconstructed: 1992, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 9,850 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 14,636 (year 2038), Design Load: HS 20, Features Intersected: ROUTE 222 - EAST MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.875, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.4m (93.2ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3353, Location: AT EXIT 39 (Lat: 41.674222, Lng: -73.065681), Route carried "on" structure: State highway 8, Year Built: 1966, Year Reconstructed: 1993, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 9,850 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 14,636 (year 2038), Design Load: HS 20, Features Intersected: ROUTE 222 - EAST MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.875, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.4m (86.6ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 77.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3353, Location: AT EXIT 39 (Lat: 41.674222, Lng: -73.065681), Route carried "on" structure: State highway 8, Year Built: 1966, Year Reconstructed: 1993, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 9,850 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 14,636 (year 2038), Design Load: HS 20, Features Intersected: ROUTE 222 - EAST MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.875, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.4m (86.6ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 77.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3354, Location: 0.3 MI N OF ROUTE 222 (Lat: 41.678769, Lng: -73.064717), Route carried "on" structure: State highway 8, Year Built: 1966, Status: Open, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 12,050 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 17,905 (year 2038), Design Load: HS 20, Features Intersected: NAUGATUCK RAILROAD CO.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.374, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 16 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 3354, Location: 0.3 MI N OF ROUTE 222 (Lat: 41.678769, Lng: -73.064717), Route carried "on" structure: State highway 8, Year Built: 1966, Status: Open, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 12,050 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 17,905 (year 2038), Design Load: HS 20, Features Intersected: NAUGATUCK RAILROAD CO.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.374, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 16 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 3355, Location: 0.4 MI N OF ROUTE 222 (Lat: 41.679603, Lng: -73.064425), Route carried "on" structure: State highway 8, Year Built: 1966, Year Reconstructed: 1994, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 12,050 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 17,905 (year 2038), Design Load: HS 20, Features Intersected: NAUGATUCK RAILROAD CO.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.470, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 16 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3355, Location: 0.4 MI N OF ROUTE 222 (Lat: 41.679603, Lng: -73.064425), Route carried "on" structure: State highway 8, Year Built: 1966, Year Reconstructed: 1994, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 12,050 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 17,905 (year 2038), Design Load: HS 20, Features Intersected: NAUGATUCK RAILROAD CO.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.470, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 16 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3356, Location: .64 MI NORTH OF US RTE 6 (Lat: 41.680772, Lng: -73.065617), Route carried "on" structure: State highway 8, Year Built: 1966, Status: Open, Structure Length: 10.39m (34.09ft), Average Daily Traffic: 12,050 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 17,905 (year 2038), Design Load: HS 20, Features Intersected: NAUGATUCK RIVER & ACCESS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.599, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 3356, Location: .64 MI NORTH OF US RTE 6 (Lat: 41.680772, Lng: -73.065617), Route carried "on" structure: State highway 8, Year Built: 1966, Status: Open, Structure Length: 10.39m (34.09ft), Average Daily Traffic: 12,050 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 17,905 (year 2038), Design Load: HS 20, Features Intersected: NAUGATUCK RIVER & ACCESS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.599, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 3357, Location: .66 MI NORTH OF US 6 (Lat: 41.681264, Lng: -73.065439), Route carried "on" structure: State highway 8, Year Built: 1966, Year Reconstructed: 1993, Status: Open, Structure Length: 10.42m (34.19ft), Average Daily Traffic: 12,100 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 17,979 (year 2038), Design Load: HS 20, Features Intersected: NAUGATUCK RIVER & ACCESS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.631, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.3m (112.5ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Built-up, Deck Protection: Cathodic Protection
Structure Number: 3357, Location: .66 MI NORTH OF US 6 (Lat: 41.681264, Lng: -73.065439), Route carried "on" structure: State highway 8, Year Built: 1966, Year Reconstructed: 1993, Status: Open, Structure Length: 10.42m (34.19ft), Average Daily Traffic: 12,100 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 17,979 (year 2038), Design Load: HS 20, Features Intersected: NAUGATUCK RIVER & ACCESS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.631, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.3m (112.5ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Built-up, Deck Protection: Cathodic Protection
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Structure Number: 3358, Location: AT EXIT 40 (Lat: 41.682781, Lng: -73.067097), Route carried "on" structure: State highway 8, Year Built: 1966, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 12,050 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 17,905 (year 2038), Design Load: HS 20, Features Intersected: ROUTE 222 -NORTH MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.921, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.6m (107.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 3358, Location: AT EXIT 40 (Lat: 41.682781, Lng: -73.067097), Route carried "on" structure: State highway 8, Year Built: 1966, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 12,050 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 17,905 (year 2038), Design Load: HS 20, Features Intersected: ROUTE 222 -NORTH MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.921, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.6m (107.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 3359, Location: BETWEEN EXITS 39 & 40 (Lat: 41.683536, Lng: -73.067061), Route carried "on" structure: State highway 8, Year Built: 1966, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 11,600 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 17,236 (year 2035), Design Load: HS 20, Features Intersected: ROUTE 222 -NORTH MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.953, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.8m (104.3ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 3359, Location: BETWEEN EXITS 39 & 40 (Lat: 41.683536, Lng: -73.067061), Route carried "on" structure: State highway 8, Year Built: 1966, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 11,600 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 17,236 (year 2035), Design Load: HS 20, Features Intersected: ROUTE 222 -NORTH MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.953, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.8m (104.3ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 5043, Location: 200' EAST OF ROUTE 254 (Lat: 41.673650, Lng: -73.085203), Route carried "on" structure: City street , Year Built: 1946, Year Reconstructed: 2019, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 30 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 45 (year 2041), Design Load: HL 93, Features Intersected: NORTHFIELD BROOK, Facility Carried by Structure: WALNUT HILL RD #2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Total Project Cost: $965,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
Structure Number: 5043, Location: 200' EAST OF ROUTE 254 (Lat: 41.673650, Lng: -73.085203), Route carried "on" structure: City street , Year Built: 1946, Year Reconstructed: 2019, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 30 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 45 (year 2041), Design Load: HL 93, Features Intersected: NORTHFIELD BROOK, Facility Carried by Structure: WALNUT HILL RD #2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Total Project Cost: $965,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
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Structure Number: 5409, Location: 05 NORTH OF MAIN STREET (Lat: 41.674303, Lng: -73.088028), Route carried "on" structure: State highway 254, Year Built: 1964, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 4,400 (year 2014), Truck Traffic: 3%, Average Future Daily Traffic: 6,538 (year 2034), Features Intersected: NORTHFIELD BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.768, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2022
Structure Number: 5409, Location: 05 NORTH OF MAIN STREET (Lat: 41.674303, Lng: -73.088028), Route carried "on" structure: State highway 254, Year Built: 1964, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 4,400 (year 2014), Truck Traffic: 3%, Average Future Daily Traffic: 6,538 (year 2034), Features Intersected: NORTHFIELD BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.768, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2022
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Structure Number: 5414, Location: 600'N OF INT.OF 254 & 807 (Lat: 41.669478, Lng: -73.079928), Route carried "on" structure: State highway 254, Year Built: 1970, Year Reconstructed: 2006, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 5,200 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 7,727 (year 2035), Features Intersected: NORTHFIELD BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.867, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 97.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2022
Structure Number: 5414, Location: 600'N OF INT.OF 254 & 807 (Lat: 41.669478, Lng: -73.079928), Route carried "on" structure: State highway 254, Year Built: 1970, Year Reconstructed: 2006, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 5,200 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 7,727 (year 2035), Features Intersected: NORTHFIELD BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.867, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 97.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2022
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Structure Number: 5415, Location: .20 MI NORTH OF SR807 JCT (Lat: 41.670394, Lng: -73.081203), Route carried "on" structure: State highway 254, Year Built: 1970, Year Reconstructed: 2006, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 6,000 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 8,915 (year 2035), Design Load: HS 20, Features Intersected: NORTHFIELD BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 97.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2022
Structure Number: 5415, Location: .20 MI NORTH OF SR807 JCT (Lat: 41.670394, Lng: -73.081203), Route carried "on" structure: State highway 254, Year Built: 1970, Year Reconstructed: 2006, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 6,000 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 8,915 (year 2035), Design Load: HS 20, Features Intersected: NORTHFIELD BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 97.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2022
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Structure Number: CEPNEDCT0910001, Location: 3.22 KM NORTH OF PUTNAM (Lat: 41.944419, Lng: -71.901947), Route carried "on" structure: ServiceFederal lands road , Year Built: 1965, Status: Open, Structure Length: 3.48m (11.42ft), Average Daily Traffic: 3,800 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 500 (year 2040), Design Load: H 20, Features Intersected: SPILLWAY CHANNEL, Facility Carried by Structure: WEST THOMPSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Corps of Engineers (Civil), Approaching Roadway Width: 11.8m (38.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.8m (114.2ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 40.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.65m (21.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Roadway Improvement Cost: $1,000, Total Project Cost: $1,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
Structure Number: CEPNEDCT0910001, Location: 3.22 KM NORTH OF PUTNAM (Lat: 41.944419, Lng: -71.901947), Route carried "on" structure: ServiceFederal lands road , Year Built: 1965, Status: Open, Structure Length: 3.48m (11.42ft), Average Daily Traffic: 3,800 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 500 (year 2040), Design Load: H 20, Features Intersected: SPILLWAY CHANNEL, Facility Carried by Structure: WEST THOMPSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Corps of Engineers (Civil), Approaching Roadway Width: 11.8m (38.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.8m (114.2ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 40.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.65m (21.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Roadway Improvement Cost: $1,000, Total Project Cost: $1,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: CEPNEDCT0910002, Location: .80 KM E CT RTE. 8 (Lat: 41.693597, Lng: -73.060672), Route carried "on" structure: ServiceFederal lands road , Year Built: 1960, Status: Open, Structure Length: 3.48m (11.42ft), Average Daily Traffic: 40 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 40 (year 2040), Design Load: H 15, Features Intersected: THOMASTON SPILLWAY CHANN, Facility Carried by Structure: ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Corps of Engineers (Civil), Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.2m (112.2ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Inventory Rating: 58.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.67m (21.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $159,000, Roadway Improvement Cost: $1,000, Total Project Cost: $160,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: CEPNEDCT0910002, Location: .80 KM E CT RTE. 8 (Lat: 41.693597, Lng: -73.060672), Route carried "on" structure: ServiceFederal lands road , Year Built: 1960, Status: Open, Structure Length: 3.48m (11.42ft), Average Daily Traffic: 40 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 40 (year 2040), Design Load: H 15, Features Intersected: THOMASTON SPILLWAY CHANN, Facility Carried by Structure: ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Corps of Engineers (Civil), Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.2m (112.2ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Inventory Rating: 58.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.67m (21.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $159,000, Roadway Improvement Cost: $1,000, Total Project Cost: $160,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: CEPNEDCT0910003, Location: 4.8 KM N OF THOMASTON (Lat: 41.701994, Lng: -73.057539), Route carried "on" structure: ServiceFederal lands road , Year Built: 1939, Status: Posted for load, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 50 (year 2039), Design Load: H 15, Features Intersected: LEADMINE BROOK, Facility Carried by Structure: LEADMINE BROOK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Corps of Engineers (Civil), Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 44.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.69m (8.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: CEPNEDCT0910003, Location: 4.8 KM N OF THOMASTON (Lat: 41.701994, Lng: -73.057539), Route carried "on" structure: ServiceFederal lands road , Year Built: 1939, Status: Posted for load, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 50 (year 2039), Design Load: H 15, Features Intersected: LEADMINE BROOK, Facility Carried by Structure: LEADMINE BROOK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Corps of Engineers (Civil), Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 44.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.69m (8.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: CEPNEDCT0910004, Location: 4.8 KM SW OF THOMASTON (Lat: 41.691656, Lng: -73.097367), Route carried "on" structure: ServiceFederal lands road , Year Built: 1955, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 60 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 75 (year 2038), Design Load: H 15, Features Intersected: NORTHFIELD BROOK, Facility Carried by Structure: OLD RTE 254-UPPER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Corps of Engineers (Civil), Approaching Roadway Width: 12.1m (39.7ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.6m (31.5ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 2.27m (7.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: CEPNEDCT0910004, Location: 4.8 KM SW OF THOMASTON (Lat: 41.691656, Lng: -73.097367), Route carried "on" structure: ServiceFederal lands road , Year Built: 1955, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 60 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 75 (year 2038), Design Load: H 15, Features Intersected: NORTHFIELD BROOK, Facility Carried by Structure: OLD RTE 254-UPPER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Corps of Engineers (Civil), Approaching Roadway Width: 12.1m (39.7ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.6m (31.5ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 2.27m (7.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: CEPNEDCT0910005, Location: 4.8 KM SW OF THOMASTON (Lat: 41.685961, Lng: -73.091217), Route carried "on" structure: ServiceFederal lands road , Year Built: 1936, Year Reconstructed: 1955, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 60 (year 2021), Average Future Daily Traffic: 75 (year 2039), Design Load: H 15, Features Intersected: NORTHFIELD BROOK, Facility Carried by Structure: OLD RTE 254-LOWER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Corps of Engineers (Civil), Approaching Roadway Width: 12.1m (39.7ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.9m (45.6ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: CEPNEDCT0910005, Location: 4.8 KM SW OF THOMASTON (Lat: 41.685961, Lng: -73.091217), Route carried "on" structure: ServiceFederal lands road , Year Built: 1936, Year Reconstructed: 1955, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 60 (year 2021), Average Future Daily Traffic: 75 (year 2039), Design Load: H 15, Features Intersected: NORTHFIELD BROOK, Facility Carried by Structure: OLD RTE 254-LOWER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Corps of Engineers (Civil), Approaching Roadway Width: 12.1m (39.7ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.9m (45.6ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: CEPNEDCT0910006, Location: 6.44 KM SW OF THOMASTON (Lat: 41.661067, Lng: -73.114369), Route carried "on" structure: ServiceFederal lands road , Year Built: 1950, Status: Posted for load, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 4 (year 2019), Average Future Daily Traffic: 50 (year 2039), Design Load: H 15, Features Intersected: BRANCH BROOK, Facility Carried by Structure: OLD NORTHFIELD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Corps of Engineers (Civil), Approaching Roadway Width: 7.7m (25.3ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.5m (44.3ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: CEPNEDCT0910006, Location: 6.44 KM SW OF THOMASTON (Lat: 41.661067, Lng: -73.114369), Route carried "on" structure: ServiceFederal lands road , Year Built: 1950, Status: Posted for load, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 4 (year 2019), Average Future Daily Traffic: 50 (year 2039), Design Load: H 15, Features Intersected: BRANCH BROOK, Facility Carried by Structure: OLD NORTHFIELD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Corps of Engineers (Civil), Approaching Roadway Width: 7.7m (25.3ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.5m (44.3ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3346, Location: AT EXIT 38 (Lat: 41.655881, Lng: -73.078628), Route carried "under" structure: State highway 254, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 8,100 (year 2015), Truck Traffic: 5%, Features Intersected: ROUTE 254 -WATERBURY RD, Facility Carried by Structure: ROUTE 8 NORTHBOUND
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.257, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.0m (141.1ft)
Structure Number: 3346, Location: AT EXIT 38 (Lat: 41.655881, Lng: -73.078628), Route carried "under" structure: State highway 254, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 8,100 (year 2015), Truck Traffic: 5%, Features Intersected: ROUTE 254 -WATERBURY RD, Facility Carried by Structure: ROUTE 8 NORTHBOUND
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.257, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.0m (141.1ft)
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Structure Number: 3347, Location: AT ROUTE 8 EXIT 38 (Lat: 41.656314, Lng: -73.079056), Route carried "under" structure: State highway 254, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 8,100 (year 2015), Truck Traffic: 5%, Features Intersected: ROUTE 254 - WATERBURY RD, Facility Carried by Structure: ROUTE 8 SOUTHBOUND
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 0.322, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
Structure Number: 3347, Location: AT ROUTE 8 EXIT 38 (Lat: 41.656314, Lng: -73.079056), Route carried "under" structure: State highway 254, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 8,100 (year 2015), Truck Traffic: 5%, Features Intersected: ROUTE 254 - WATERBURY RD, Facility Carried by Structure: ROUTE 8 SOUTHBOUND
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 0.322, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
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Structure Number: 3348, Location: 0.2 MILE SOUTH OF EXIT 38 (Lat: 41.657267, Lng: -73.079153), Route carried "under" structure: US 6, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 2,900 (year 2018), Truck Traffic: 6%, Features Intersected: U.S. ROUTE 6 EASTBOUND, Facility Carried by Structure: ROUTE 8 SOUTHBOUND
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 63.022, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
Structure Number: 3348, Location: 0.2 MILE SOUTH OF EXIT 38 (Lat: 41.657267, Lng: -73.079153), Route carried "under" structure: US 6, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 2,900 (year 2018), Truck Traffic: 6%, Features Intersected: U.S. ROUTE 6 EASTBOUND, Facility Carried by Structure: ROUTE 8 SOUTHBOUND
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 63.022, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
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Structure Number: 3349, Location: .1 MI NORTH OF ROUTE 254 (Lat: 41.657306, Lng: -73.078797), Route carried "under" structure: US 6, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 2,900 (year 2018), Truck Traffic: 6%, Features Intersected: U. S. ROUTE 6 EASTBOUND, Facility Carried by Structure: ROUTE 8 NORTHBOUND
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 63.038, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
Structure Number: 3349, Location: .1 MI NORTH OF ROUTE 254 (Lat: 41.657306, Lng: -73.078797), Route carried "under" structure: US 6, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 2,900 (year 2018), Truck Traffic: 6%, Features Intersected: U. S. ROUTE 6 EASTBOUND, Facility Carried by Structure: ROUTE 8 NORTHBOUND
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 63.038, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
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Structure Number: 3352, Location: AT EXIT 39 (Lat: 41.674108, Lng: -73.066508), Route carried "under" structure: State highway 222, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 12,900 (year 2017), Truck Traffic: 2%, Features Intersected: ROUTE 222 - EAST MAIN ST, Facility Carried by Structure: ROUTE 8 SOUTHBOUND
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.129, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.4m (93.2ft)
Structure Number: 3352, Location: AT EXIT 39 (Lat: 41.674108, Lng: -73.066508), Route carried "under" structure: State highway 222, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 12,900 (year 2017), Truck Traffic: 2%, Features Intersected: ROUTE 222 - EAST MAIN ST, Facility Carried by Structure: ROUTE 8 SOUTHBOUND
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.129, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.4m (93.2ft)
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Structure Number: 3353, Location: AT EXIT 39 (Lat: 41.674222, Lng: -73.065681), Route carried "under" structure: State highway 222, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 12,900 (year 2017), Truck Traffic: 2%, Features Intersected: ROUTE 222 - EAST MAIN ST, Facility Carried by Structure: ROUTE 8 NORTHBOUND
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 0.080, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.4m (86.6ft)
Structure Number: 3353, Location: AT EXIT 39 (Lat: 41.674222, Lng: -73.065681), Route carried "under" structure: State highway 222, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 12,900 (year 2017), Truck Traffic: 2%, Features Intersected: ROUTE 222 - EAST MAIN ST, Facility Carried by Structure: ROUTE 8 NORTHBOUND
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 0.080, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.4m (86.6ft)
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Structure Number: 3358, Location: AT EXIT 40 (Lat: 41.682781, Lng: -73.067097), Route carried "under" structure: State highway 222, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 2,300 (year 2017), Truck Traffic: 2%, Features Intersected: ROUTE 222 -NORTH MAIN ST, Facility Carried by Structure: ROUTE 8 SOUTHBOUND
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 1.738, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft)
Structure Number: 3358, Location: AT EXIT 40 (Lat: 41.682781, Lng: -73.067097), Route carried "under" structure: State highway 222, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 2,300 (year 2017), Truck Traffic: 2%, Features Intersected: ROUTE 222 -NORTH MAIN ST, Facility Carried by Structure: ROUTE 8 SOUTHBOUND
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 1.738, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft)
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Structure Number: 3359, Location: BETWEEN EXITS 39 & 40 (Lat: 41.683536, Lng: -73.067061), Route carried "under" structure: State highway 222, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 2,100 (year 2015), Truck Traffic: 2%, Features Intersected: ROUTE 222 -NORTH MAIN ST, Facility Carried by Structure: ROUTE 8 NORTHBOUND
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 1.835, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.8m (104.3ft)
Structure Number: 3359, Location: BETWEEN EXITS 39 & 40 (Lat: 41.683536, Lng: -73.067061), Route carried "under" structure: State highway 222, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 2,100 (year 2015), Truck Traffic: 2%, Features Intersected: ROUTE 222 -NORTH MAIN ST, Facility Carried by Structure: ROUTE 8 NORTHBOUND
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 1.835, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.8m (104.3ft)